| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A complete study of bearing stress in single bolt connections
|
Može, Primož
|
|
2014
|
95 |
C |
p. 126-140
15 p.
|
artikel
|
| 2 |
Advanced study of non-linear semi-continuous beam–column endplate connection and metal-decking floor modelling
|
Vega, Guillermo
|
|
2014
|
95 |
C |
p. 191-197
7 p.
|
artikel
|
| 3 |
Analytical assessment of steel frames progressive collapse vulnerability to corner column loss
|
Gerasimidis, S.
|
|
2014
|
95 |
C |
p. 1-9
9 p.
|
artikel
|
| 4 |
Applicability and structural response for bearing system replacement in suspension bridge rehabilitation
|
Kainuma, Shigenobu
|
|
2014
|
95 |
C |
p. 172-190
19 p.
|
artikel
|
| 5 |
A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections
|
Zhao, Junxian
|
|
2014
|
95 |
C |
p. 106-115
10 p.
|
artikel
|
| 6 |
Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire
|
Heidarpour, Amin
|
|
2014
|
95 |
C |
p. 220-229
10 p.
|
artikel
|
| 7 |
Classification of I-section flexural members based on member ductility
|
Shokouhian, Mehdi
|
|
2014
|
95 |
C |
p. 198-210
13 p.
|
artikel
|
| 8 |
Comparison of material properties: Steel 20MnCr5 and similar steels
|
Brnic, Josip
|
|
2014
|
95 |
C |
p. 81-89
9 p.
|
artikel
|
| 9 |
Compressive strength of HPS box girder flanges stiffened with open ribs
|
Shin, Dong Ku
|
|
2014
|
95 |
C |
p. 230-241
12 p.
|
artikel
|
| 10 |
Concrete-filled VHS-to-steel fabricated section stub columns subjected to axial compression
|
Mashiri, Fidelis R.
|
|
2014
|
95 |
C |
p. 141-161
21 p.
|
artikel
|
| 11 |
Cross-section slenderness limits for columns with plastic rotations
|
King, C.M.
|
|
2014
|
95 |
C |
p. 162-171
10 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2014
|
95 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Experimental research and cyclic behavior of buckling-restrained braced composite frame
|
Jia, Mingming
|
|
2014
|
95 |
C |
p. 90-105
16 p.
|
artikel
|
| 14 |
Experimental research on bearing mechanism of perfobond rib shear connectors
|
Su, Qing-Tian
|
|
2014
|
95 |
C |
p. 22-31
10 p.
|
artikel
|
| 15 |
Fiber beam-column element for circular concrete filled steel tube under axial–flexure–torsion combined load
|
Wang, Yu-hang
|
|
2014
|
95 |
C |
p. 10-21
12 p.
|
artikel
|
| 16 |
Fuse performance on bracing of concentrically steel braced frames under cyclic loading
|
Legeron, Frederic
|
|
2014
|
95 |
C |
p. 242-255
14 p.
|
artikel
|
| 17 |
Numerical investigation of cold-formed lapped Z purlins under combined bending and shear
|
Pham, Cao Hung
|
|
2014
|
95 |
C |
p. 116-125
10 p.
|
artikel
|
| 18 |
Out-of-plane elastic buckling behavior of hinged planar truss arch with lateral bracings
|
Guo, Yan-lin
|
|
2014
|
95 |
C |
p. 290-299
10 p.
|
artikel
|
| 19 |
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames
|
Montuori, Rosario
|
|
2014
|
95 |
C |
p. 71-80
10 p.
|
artikel
|
| 20 |
Role of local slenderness in the rotation capacity of structural steel members
|
Torabian, Shahabeddin
|
|
2014
|
95 |
C |
p. 32-43
12 p.
|
artikel
|
| 21 |
Slip resistance of metalized–galvanized faying surfaces in steel bridge construction
|
Annan, Charles-Darwin
|
|
2014
|
95 |
C |
p. 211-219
9 p.
|
artikel
|
| 22 |
Stiffness modeling of bolted thick built-up T-stub connections including secondary prying effect
|
Hantouche, Elie G.
|
|
2014
|
95 |
C |
p. 279-289
11 p.
|
artikel
|
| 23 |
Stress transfer mechanism investigation in hybrid steel trussed–concrete beams by push-out tests
|
Colajanni, Piero
|
|
2014
|
95 |
C |
p. 56-70
15 p.
|
artikel
|
| 24 |
Tests of rigid composite joints subjected to bending moment combined with tension
|
Guo, Lanhui
|
|
2014
|
95 |
C |
p. 44-55
12 p.
|
artikel
|
| 25 |
The riddle of free-bending fatigue at end terminations to spiral strands
|
Raoof, Mohammed
|
|
2014
|
95 |
C |
p. 256-262
7 p.
|
artikel
|
| 26 |
The structural effect of bolted splices on retrofitted transmission tower angle members
|
Lu, Chenghao
|
|
2014
|
95 |
C |
p. 263-278
16 p.
|
artikel
|
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